Method and system for coating a pipe

ABSTRACT

A method and system for evaluating the interior surface and exterior wall conditions of a pipeline while also dynamically installing a repair coating in a pipeline, such as an underground water pipeline. The system is towed into the pipeline and drawn back therethrough. As the system is drawn back, one module in the system evaluates the surface condition of the interior of the pipe and another module evaluates the structural condition of the wall of the pipe. Based on the evaluation data obtained from the two modules an epoxy material is applied to the interior surface of the pipe using a spin cast machine that is drawn behind the two modules. Preferably, a layer of epoxy is applied to the interior surface of the host pipe to the appropriate thickness based on the pipe condition as determined by the two modules.

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation in part of earlier filed U.S. patentapplication Ser. No. 14/067,285, filed Oct. 30, 2013.

BACKGROUND OF THE INVENTION

The present invention relates generally to a method and system forevaluating and repairing a distressed pipeline by installing a coatingon the inside of the pipeline. More specifically, the present inventionrelates to system and method wherein a device is drawn along a pipelineto simultaneously assess the interior surface of the pipeline, assessthe structural condition of the pipeline wall and apply a curable resinsystem to coat the interior of the pipeline.

Throughout developed parts of the world, there are numerous pipelineconduits that run underground in order to provide utility services tobusinesses and residences. These utilities include water lines, sewerpipes, storm water drains, and the like. Since these pipelines areinstalled underground, they are constantly subjected to numerousenvironmental pressured that cause the pipeline to deteriorate. Forexample, the pipeline may deteriorate due to ordinary aging, corrosiveaction of the fluids being transported in the line, environmentalconditions such as groundwater exposure, or other reasons. Over time,all of the wear factors that impact on the pipeline result in holes,cracks, structural breakdown and other defects in the line that must berepaired in order to prevent fluid leakage and pipeline collapseproblems.

In some instances, the concern is that foreign matter, which isinitially part of the actual construction of the pipeline, may begin toflake off of the interior surfaces of the damaged pipeline and enter thefluid flow within the pipeline. For example, ductile iron piping has aclay liner surface that upon failure may allow rust to enter the fluidflow. Similarly, transite pipes that contain asbestos reinforcing fibersmay release asbestos into the drinking water contained therein as thewall of the pipe begins to deteriorate. Finally, the potential existsfor the introduction of substances that flow from the surroundingunderground environment into the pipeline or for the water that is beingcarried through the pipeline conduit to flow outwardly through thecracks leading to a loss of water pressure and other problems.

Further, the wall materials of the pipeline itself may breakdown anddeteriorate from the outside in. As the materials breakdown, corrode orotherwise wear the strength of the wall itself is compromised. Shouldthe walls deteriorate significantly, the pipeline is at risk of failure.

The traditional approach to repairing the above-identified issuesentailed digging up the effected pipeline and replacing it. Given themillions of miles of installed pipeline in the United States alone, thissolution would be prohibitively expensive. Further, such pipelines aretypically located beneath streets and right of ways where digging wouldcreate traffic flow problems and require extensive repaving of roadwaysas the replacement process was completed. In the case where transitepipelines must be repaired, an additional issue regarding the need todispose of large quantities of asbestos waste must be addressed.

In an attempt to overcome many of these problems related to thetraditional digging methods, a number of methods for renovating existingunderground pipelines have been developed. Many of these methods employthe installation of a lining on the interior of the damaged pipelineusing a lining hose and a calibration hose. For example, U.S. Pat. No.4,714,095 (Müller) discloses a method of salvaging an underground sewerpipe with a lining hose and calibrating hose. The lining hose includesan inner layer, which is treated with a first resin, and an outer layer,which is not treated with a resin. The lining hose is placed into thepipe conduit. A surface region of a calibrating hose, which will contactthe inner layer of the lining hose, is coated with a second resin. Then,the calibrating hose is introduced into the lining hose. The resinsharden so that the lining hose becomes attached to contact surfaces ofthe calibration hose.

U.S. Pat. No. 4,770,562 (Müller) discloses another method of salvagingan underground pipe conduit. A lining hose having an inner layer that issaturated with a resin is used. The lining hose includes an outer layer,which is perforated to form flow-through openings for the resin of theinner layer. The lining hose is introduced into the pipe conduit. Then,the lining hose is shaped to conform to the pipe by introducing anauxiliary hose into the lining hose and injecting fluid into theauxiliary hose. The resins harden to form a lining structure in thepipeline. After the curing step, the auxiliary hose can be kept in thelining hose or it can be removed using ropes or cables.

U.S. Pat. No. 5,653,555 (Catallo) discloses a method of lining a pipeconduit using multiple curing resins. A lining hose, which is coatedwith a high-strength resin, is first positioned inside of the conduit.The lining hose is then expanded into contact with the inside surface ofthe conduit by inverting a calibration hose. The calibration hose has alayer of corrosion-resistant resin. The high-strength andcorrosion-resistant resin layers are cured by the application of aheated fluid. The cured lining hose and calibration hose form a rigidself-supporting structure. The calibration hose is not removed from theliner.

U.S. Pat. No. 5,680,885 (Catallo) discloses a method of rehabilitating adamaged pipe conduit using a lining hose and calibration hose. The innerlayer of the lining hose is soaked with an excess volume of resin. Thecalibration hose contains a resin-absorbent layer. The calibration hoseis placed in the lining hose and inverted by the application of heatedwater. After inversion, the resin-absorbent layer of the calibrationhose contacts and adheres to the resin-coated layer of the lining hose.Upon curing, the calibration hose becomes an integral part of the liner.

U.S. Pat. No. 5,706,861 (Wood) discloses a method of lining a section ofa pipeline by a “cured in place” system using a lining tube andinflatable bladder. The lining tube is impregnated with a curablesynthetic resin and carried into the pipe conduit on an annularinflatable bladder. The bladder is inflated and the lining tube is curedto the pipeline. Then, the bladder is peeled away from the cured liningtube and removed from the pipe conduit by ropes.

Although the above-described conventional methods may be somewhateffective in repairing pipelines, they still suffer from variousproblems. For example, problems arise concerning the inversion of a feltliner because it is relatively delicate and tends to break or rip duringthe inversion process. Also, pulling prior art liner tubes aroundcorners is very difficult resulting in fractures in the sealing at suchjoints. Also, the pipeline joints found at corners and periodicallyalong the length of the pipeline forms voids that cannot be completelyfilled by the prior art methods. Thus, the prior art methods can donothing to improve the strength of the pipeline at its joints. Anotherdifficulty is that once a liner has been installed, the identificationof lateral supply pipe branches are difficult to identify and clear.

Further, none of the methods above provide for a real-time analysis ofthe condition of the pipeline. While these systems place a liner in thepile, they do not make a determination relating to the interior surfacecondition or structural wall condition of the pipeline. As a result thelining process simply takes a one size fits all approach that may notactually address the issues with the pipeline. Further, the approach mayresult in too much or too little material being added to the pipelinerelative to the pipeline condition.

In view of the foregoing, there is a need for a method and system forrehabilitating a pipe that both evaluates the condition of the interiorsurface of the pipeline as well as the condition of the pipeline wallwhile further applying an interior coating for repair of the pipeline.There is also a need for a method and system that can be drawn along theinterior of a pipeline that interactively controls the thickness of anapplied coating based on a real-time evaluation of the condition of theinterior surface of the pipeline as well as the condition of thepipeline wall

BRIEF SUMMARY OF THE INVENTION

In this regard, the present invention provides a method and system forevaluating the interior surface and exterior wall conditions of apipeline while also dynamically installing a repair coating in apipeline, such as an underground water pipeline. Installing such acoating enables a damaged pipeline to be repaired and salvaged andplaced in a condition for normal use. Further, the evaluation processallows a determination to be made as to whether the pipeline requiresthe installation of further reinforcing material such as a liner. Inaccordance with the method of the present invention, the interiorsurface of the pipeline to be repaired and salvaged is first prepared byremoving excess debris and dirt. The preparation is preferably performedwith the appropriate surface preparation material based on the pipematerial and condition.

The system of the present invention is towed into the pipeline and drawnback therethrough. As the system is drawn back, one module in the systemevaluates the surface condition of the interior of the pipe and anothermodule evaluates the structural condition of the wall of the pipe. Basedon the evaluation data obtained from the two modules an epoxy materialis applied to the interior surface of the pipe using a spin cast machinethat is drawn behind the two modules. Preferably, a layer of epoxy isapplied to the interior surface of the host pipe to the appropriatethickness using a machine such as a spincast machine that coats thewalls of the pipe as it travels there along.

This invention operates in a smart manner to reduce the time required toevaluate and repair a pipeline. Further the system applies only theamount of material needed to repair the existing condition of the pipein real time.

Therefore, it is an object of the present invention to provide a new andnovel system and process for lining the interior surface of a pipelineto repair and salvage the pipe so that is can be used normally in aleak-free condition. It is another object of the invention to provide astructural lining process that effectively seals all cracks and faultsin an existing pipeline. A further object of the invention is to providea lining process that evaluates the condition of the pipe and used thatdata to apply the required coating thickness to effect a repair that isrelatively inexpensive to carry out compared to prior art processeswithout sacrificing the integrity of the sealing and repair accomplishedby the process of the present invention.

These together with other objects of the invention, along with variousfeatures of novelty that characterize the invention, are pointed outwith particularity in the disclosure and drawing annexed hereto andforming a part of this disclosure. For a better understanding of theinvention, its operating advantages and the specific objects attained byits uses, reference should be had to the accompanying drawings anddescriptive matter in which there is illustrated a preferred embodimentof the invention.

BRIEF DESCRIPTION OF THE DRAWINGS

In the drawings which illustrate the best mode presently contemplatedfor carrying out the present invention:

FIG. 1 is a cross-sectional view of a damaged piping system; and

FIG. 2 is a cross-sectional view of the piping system taken along line2-2 of FIG. 1 depicting the system of the current invention.

DETAILED DESCRIPTION OF THE INVENTION

Now referring to the drawings, the method and system for repairing apipeline in accordance with the teachings of the present invention isshown and generally illustrated in the figures. In summary, the systemof the present invention is used to simultaneously inspect and repair adamaged underground pipeline, such as a water line, so that it can usedin the normal course without undesirable leaks. As can be understood,cracks and leaks in a fluid line are undesirable to the associatedpressure drops and flow inefficiencies. Further, in a cracked pipeline,particles commonly break off from the inner surface of the pipelinethereby contaminating the fluid that flows through the pipeline.

Referring first to FIG. 1, a side cross-section view of a typicalpipeline installation is shown. The pipeline or host pipe 6 is installedin the ground 7 where a number of cracks 8 exist representingundesirable leaks. The pipeline 6 includes a horizontal section 6 a anda vertical section 6 b. A common pipeline 6, as shown in FIG. 1, istypically made of concrete, coated ductile iron, clay tile or transite.Foreign matter, such as dirt, accumulates on the inner wall surfaces 9over time. The debris (not shown) forms hard scale deposits on the wallsurfaces, and these scales are difficult to remove. Similarly, if thepipeline 6 is constructed of ductile iron, as the interior coatingfails, rust deposits will build up on the interior surfaces 9 of thehost pipe 6. Also, degradation of the pipeline 6 over time causes bitsof the pipeline 6 structure itself to break off, a process that isfurther exacerbated as cracks appear therein.

In addition to a breakdown of the inner surface of the pipeline, thewalls of the pipeline themselves begin to deteriorate. The cracks andexternal breakdown of the pipe wall cause further deterioration of thepipeline integrity.

Typically in a repair process the inside surface 9 of the pipeline 6, tobe repaired, is preferably first prepared to remove the aforementioneddebris and dirt to ensure a good bond, as will be described in detailbelow. Preferably, the inner wall surfaces 9 of pipeline 6 are cleanedby injecting highly pressurized water into the pipeline. The pressurizedwater stream strikes the inside walls forcefully and scrubs the walls.For example, the water is provided at up 30,000 psi to ensure a cleansurface. Even higher pressure can be used, if necessary. Known waterspraying devices are used for this step of the process. The injectedwater substantially removes the foreign debris to leave a clean innerwall surface 9 remaining. While high-pressure water is preferably used,air or steam may be used instead. Also, additional cleaning agents arenot preferably used but such cleaning agents could be added to thewater, air or steam to assist in cleaning depending the application andenvironment. After surface cleaning is complete, any standing water leftremaining, such as that on the bottom of the pipeline 6, must beremoved. High-pressure air, using known air blowing equipment, isinjected into the pipeline to clear it of any remaining water andcleaning media.

With the inner surface 9 of the pipeline 6 cleaned and prepared, theapparatus of the present invention is introduced into the pipeline asdepicted at FIG. 2. The apparatus is a towable inspection and coatingsystem that is arranged to have at least three spheres on spaced apartlinked relation. One of the spheres 12 includes scanning equipmenttherein to read and map the condition of the interior surface of thepipeline. Such scanning equipment may include but is not limited tocameras and/or laser scanners. Another one of the spheres 14 includesscanning equipment for detecting the structural condition of the pipewall and the thickness of the pipe wall. Preferably such equipmentincludes a sonar device. Another one of the spheres 16 is formed tohouse a coating device, such as a spinning spray head system, to apply acoating to the interior surface of the pipeline.

It should be noted that the coating device is preferably housed in thelast sphere 16 of the inspection and coating system so that none of thecoating and inspection system is drawn through the freshly appliedcoating materials. The relative positioning of the other spheres 12 and14 is not critical as the interior surface scanning and the exteriorpipe wall scanning can be performed in any order making the relativeordering of those spheres 12 and 14 not critical to the presentinvention.

An umbilical feed line 18 connects all of the spheres and serves both asa tow line for the coating and inspection system as well as anelectronic communication line with a control computer 20 and a feed linefor supplying a coating material to be applied via the coating device.In operation the first and second spheres 12, 14 scan the condition ofthe pipeline and feed the data to the computer 20 via the umbilical line20. The computer 20 using the data determines the thickness of therequired coating to be applied in order to fill cracks or voids in thepipeline. Once the computer 20 determines the coating thickness itregulates the flow rate and/or speed of the coating device in order toincrease or decrease the coating flow in order to properly replace thelost structural value of the pipeline.

The arrangement of the spaced apart spheres connected by a flexibleumbilical allows for the system to be drawn through pipelines thatinclude bends rather than requiring repairs to be made in straight runsonly. This arrangement introduces flexibility that allows the device tobe drawn around tight bends in pipelines without getting caught orsnagged at the corners.

The coating device applies a quick setting resin 10 that is sprayed ontothe surfaces of the inside wall surfaces 9 in accordance with thisinvention. The resin 10 is sprayed on to wall surfaces 9 using knownepoxy “spinning” technology where a the coating device is contained inthe last sphere 16 that is passed through the section of the pipeline 6to be coated. Details of such an applicator need not be discussed indetail herein as such apparatuses are well known in the art.

Based on the data collected about the condition of the pipeline, it canbe determined whether further remediation of the pipeline beyond theapplication of a coating is needed. In such a case an engineer canreview the data and determine if further reinforcing is needed in theform of a liner application.

In an alternate arrangement, the system of the present invention istowed into the pipeline and drawn back therethrough. As the system isinitially towed into the pipeline, one module in the system evaluatesthe surface condition of the interior of the pipe and another moduleevaluates the structural condition of the wall of the pipe. Once thesystem is towed through the pipeline it is then drawn back through thepipeline and based on the evaluation data obtained from the two modulesan epoxy material is applied to the interior surface of the pipe using aspin cast machine that is drawn behind the two modules. Preferably, alayer of epoxy is applied to the interior surface of the host pipe tothe appropriate thickness using a machine such as a spincast machinethat coats the walls of the pipe as it travels there along. Optionally,before drawing the system back through the pipeline a liner is attachedto the system so that it can also tow the liner into the pipeline as itis drawn back.

Many different types of curable resins can be used for coating theinside walls 9 of the pipeline 6 and the inner layer of the liner ifneeded. Preferably the quick setting resin is or a moisture curing typeand contains a light colored pigment agent. The thermosetting resinshould have good adhesive strength and have high strength (for example,high flex modulus, flex strength, tensile modulus, and tensile strengthproperties.) Slow-curing resins may be used. For example, polyesters;vinyl esters such as urethane-based vinyl esters, and bisphenolA-fumarate based vinyl esters; and epoxy resins can be used. Epoxyresins are particularly preferred. For example, the assignee of thepresent invention employs an epoxy product under the product number S301for resin 10 and an epoxy product under the product number T301 forresin 17. The quick setting resin 10 is applied to the inside pipelinewalls 9 and the thermosetting resin 17 to the felt inner layer 16 of thelining hose 12 in an uncured, liquid form.

It can therefore be seen that the present invention provides a methodand system for evaluating the interior surface and exterior wallconditions of a pipeline while also dynamically installing a repaircoating in a pipeline, such as an underground water pipeline. The systemfurther provides a smart coating application such as a layer of epoxythat is applied to the interior surface of the host pipe to theappropriate thickness based on the pipe condition as determined by thetwo modules. For these reasons, the instant invention is believed torepresent a significant advancement in the art, which has substantialcommercial merit.

While there is shown and described herein certain specific structureembodying the invention, it will be manifest to those skilled in the artthat various modifications and rearrangements of the parts may be madewithout departing from the spirit and scope of the underlying inventiveconcept and that the same is not limited to the particular forms hereinshown and described except insofar as indicated by the scope of theappended claims.

What is claimed:
 1. A method of lining a pipe having a wall, said wallhaving an interior surface, the method comprising: towing a pipe coatingsystem including a plurality housings interconnected with an umbilicaltether, a first housing containing first scanning equipment, a secondhousing containing second scanning equipment and a third housingcontaining a coating device comprising a continuous feed spin castdevice through a pipe to be repaired; evaluating a condition of theinterior surface of the wall of said pipe using said first scanningequipment; evaluating a structural condition of the wall of said pipeusing said second scanning equipment; feeding a coating material to saidcoating device via said umbilical tether; and applying a coating to saidinterior surface of the wall of said pipe using increasing anddecreasing coating flow in response to the evaluations performed by saidfirst and second scanning equipment.
 2. The method of claim 1, furthercomprising: towing a pipe liner sleeve into said pipeline behind saidpipe coating system.
 3. The method of claim 1, further comprising:towing a pipe liner sleeve into said pipeline using said pipe coatingsystem.
 4. The method of claim 1, wherein said first and second scanningequipment is selected from the group consisting of: cameras, laserscanners and sonar.
 5. The method of claim 1, further comprising: acontrol computer connected to said umbilical tether, said controlcomputer receiving and recording data about the condition of saidpipeline from said scanning equipment.
 6. The method of claim 5 whereinsaid control computer controls a rate of application of said coatingdevice based on the condition of said pipeline.
 7. A method of lining apipe having a wall, said wall having an interior surface, the methodcomprising: towing a pipe coating system including a plurality ofhousings interconnected with an umbilical tether interconnected, a firsthousing containing first scanning equipment, a second housing containingsecond scanning equipment and a third housing containing a coatingdevice comprising a continuous feed spin cast device in a firstdirection through a pipe to be repaired; evaluating a condition ofinterior surface of the walls of said pipe using said first scanningequipment; evaluating a structural condition of the wall of said pipeusing said second scanning equipment; towing said pipe coating system ina second direction opposite said first direction through said pipe to berepaired; feeding a coating material to said coating device via saidumbilical tether; and applying a coating to said interior surface of thewall of said pipe using increasing and decreasing coating flow inresponse to the evaluations performed by said first and second scanningequipment.
 8. The method of claim 7, further comprising: towing a pipeliner sleeve into said pipeline in said second direction behind saidpipe coating system.
 9. The method of claim 7, further comprising:towing a pipe liner sleeve into said pipeline in said second directionusing said pipe coating system.
 10. The method of claim 7, wherein saidfirst and second scanning equipment is selected from the groupconsisting of: cameras, laser scanners and sonar.
 11. The method ofclaim 7, further comprising: a control computer connected to saidumbilical tether, said control computer receiving and recording dataabout the condition of said pipeline from said first and second scanningequipment.
 12. The method of claim 11 wherein said control computercontrols a rate of application of said coating device based on thecondition of said pipeline.